Tender For Construction Of New Chc (G+2) Building At Kujang Of Jagatsinghpur District.
Tender Value
20.16 Crore
Estimated cost
Bid Submission
16 Nov 2026
8 days left
EMD
20.17 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jagatsinghapur → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of New Chc (G+2) Building At Kujang Of Jagatsinghpur District.
BOQ
| Sl. No. | Item Description |
| 1 | CIVIL WORKClearing and grubbing existing land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm ,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of unserviceable materials to be used or auctioned , up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness, Complete as specification and direction of the Engineer-in-charge. |
| 2 | Construction of Embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 Kms, spreading, grading to required slope and compacting to meet the requirement of table 300-2 and clause 305 of MORTH &H specifications for road and Bridge works ( 4th revision) |
| 3 | Earth work in excavation of foundation trenches in all type of soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lifts with sundries & T&P required for the work complete including cost of all labour,labour cess,T&P,sundries etc. as directed by the Engineer in charge.Buidling Proper |
| 4 | Gate & Security Cabin |
| 5 | Internal Approach |
| 6 | Compound Wall |
| 7 | Drain |
| 8 | Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge.Buidling Proper |
| 9 | Gate & Security Cabin |
| 10 | Compound Wall |
| 11 | Drain |
| 12 | Supplying and filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyances, royalties of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.Buidling Proper |
| 13 | Gate & Security Cabin |
| 14 | Internal Approach |
| 15 | Compound Wall |
| 16 | Drain |
| 17 | Providing & applying of pre constructional anti-termite treatment by drilling 12mm dia holes at distance of 30cm @ junction of wall & floor about 300mm apart deep enough to reach the soil below & chemical emulsion (IMIDACHLOPRIED 30.5SC mixed with 47.5ltr water) pumped these holes to soak the soil @ 1 ltr solution of each hole as per manufactures specification & the holes should be pluged the filling materials including cost of all materials, labour,conveyance, T&P , all taxes and hire charges of machinaries as per direction of Engineer-in-charge.Buidling Proper |
| 18 | Gate & Security Cabin |
| 19 | Cement concrete of proportion (1:4:8) in foundation and floors using 4cm size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6\\") thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties of all materials with all labour and T&P required for the work etc. complete in all respect and as per the direction of the Engineer-in-charge.Buidling Proper |
| 20 | Gate & Security Cabin |
| 21 | Compound Wall |
| 22 | Drain |
| 23 | Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the direction of the Engineer-in-charge.Buidling Proper |
| 24 | Gate & Security Cabin |
| 25 | Plain cement concrete (1:2:4) using 12mm size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete in layers, watering, curing etc. complete including cost, conveyance, royalties of all materials with labour,labour cess and T&P etc. required for the work complete as per the direction of the Engineer-in-charge.Internal Approach |
| 26 | Compound Wall |
| 27 | Construction of granular sub-base by providing Coarse graded Granular sub- base Grading-IV material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision).Internal Approach |
| 28 | Fly Ash brick masonry in cement mortar (1:6) in foundation & plinth using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.Buidling Proper |
| 29 | Gate & Security Cabin |
| 30 | Fly Ash brick masonry in cement mortar (1:6) in super structure using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.Ground Floor |
| 31 | First Floor |
| 32 | Second Floor |
| 33 | Terrace Floor |
| 34 | Gate & Security Cabin |
| 35 | Compound Wall |
| 36 | Fly Ash brick masonry in cement mortar (1:4) in super structure using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.Ground Floor |
| 37 | First Floor |
| 38 | Second Floor |
| 39 | Gate & Security Cabin |
| 40 | Providing 450mm dia bored compaction cast-in-situ RCC Pile with M-25 grade concrete including cost of boring to required dia meter and depth to plumb and taking precautionary measure against collapsing of side soil due to presence of water table using bentonite powder etc., concreting and driving the cage made of M.S. / T.S. steel as per approved drawing into the freshly laid concrete vertically by means of power winch to requied depth but excluding cost of M.S. / T.S. steel and labour charges for cutting, bending and binding of steel etc. complete confirming to IS-2911 specification including necessary routine tests including cost, conveyance, royalties and taxes of all materials with labour,labour cess and T&P etc. required for the work complete as per the specification and instruction of Engineer-in-Charge.450mm dia Pile (Up to 6mtr Depth) |
| 41 | For each additional depth 0.5 mtr beyond initial depth 6 mtr up to 16 mtr, 450mm Dia |
| 42 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.Footing/ Raft/ Pile Cap: -Building Proper |
| 43 | Gate & Security Cabin |
| 44 | Compound Wall |
| 45 | Drain |
| 46 | COLUMN UP TO PLINTH : -Building Proper |
| 47 | Gate & Security Cabin |
| 48 | PLINTH BEAM : -Buidling Proper |
| 49 | Gate & Security Cabin |
| 50 | Drain Slab |
| 51 | COLUMN ABOVE PLINTH :-Ground Floor |
| 52 | First Floor |
| 53 | Second Floor |
| 54 | Terrace Floor |
| 55 | Gate & Security Cabin |
| 56 | Compound Wall |
| 57 | LINTEL :-Ground Floor |
| 58 | First Floor |
| 59 | Second Floor |
| 60 | Terrace Floor |
| 61 | Gate & Security Cabin |
| 62 | CHAJJAS :-Ground Floor |
| 63 | First Floor |
| 64 | Second Floor |
| 65 | Terrace Floor |
| 66 | Gate & Security Cabin |
| 67 | ROOF BEAM :-Ground Floor |
| 68 | First Floor |
| 69 | Second Floor |
| 70 | Terrace Floor |
| 71 | Gate & Security Cabin |
| 72 | ROOF SLAB :-Ground Floor |
| 73 | First Floor |
| 74 | Second Floor |
| 75 | Terrace Floor |
| 76 | Gate & Security Cabin |
| 77 | STAIRCASE :-Ground Floor |
| 78 | First Floor |
| 79 | Second Floor |
| 80 | RETAINING / DRAIN/ LIFT WALL :-Ground Floor |
| 81 | Compound Wall |
| 82 | Drain |
| 83 | Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL / SHYAM STEEL (grade Fe-500D) etc. including bending, binding, welding, wastage & over lapping and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge.Ground Floor |
| 84 | First Floor |
| 85 | Second Floor |
| 86 | Terrace Floor |
| 87 | Gate & Security Cabin |
| 88 | Compound Wall |
| 89 | Drain |
| 90 | Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.Ground Floor |
| 91 | First Floor |
| 92 | Second Floor |
| 93 | Terrace Floor |
| 94 | Gate & Security Cabin |
| 95 | Compound Wall |
| 96 | Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in chargeGround Floor |
| 97 | First Floor |
| 98 | Second Floor |
| 99 | Terrace Floor |
| 100 | Gate & Security Cabin |
| 101 | Compound Wall |
| 102 | Providing 6 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to R.C.C. work after closed deep chipping & slurry treatment including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.Ground Floor |
| 103 | First Floor |
| 104 | Second Floor |
| 105 | Terrace Floor |
| 106 | Gate & Security Cabin |
| 107 | Compound Wall |
| 108 | Providing and Fixing 20mm thick mirror polished granite tile of approved dimension area above 0.4 sqm (20mm thick) in floor, treads of steps and landing on 25 mm thick bed of cement mortar (1:4) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties of all materials complete in all respects as per direction of Engineer-in-Charge.Ground Floor |
| 109 | First Floor |
| 110 | Second Floor |
| 111 | Terrace Floor |
| 112 | Supplying, Fitting & Fixing granite tiles of approved dimension area above 0.1 upto 0.4 sqm (20mm thick) in Dados, treads of steps and landing on 12mm thick cement mortar (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties and taxes of all materials complete in all respects as per direction of Engineer-in-Charge.Ground Floor |
| 113 | First Floor |
| 114 | Second Floor |
| 115 | Terrace Floor |
| 116 | Providing full body matt finish vitrified tile flooring using vitrified tiles having thickness of min 10mm conforming to IS 13755 of 1200x600 (homogeneous) of premium quality (JOHNSON / SOMANY/ KAJARIA/ RAK) in floors, treads on steps and landings on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and fixing with neat white cement slurry,grouting the joints with neat white cement slurry mixed with required quantities of pigments of approved make to match the shades of the vitrified tile if required , watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties of all materials, cost of all labour,Labour cess , sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge.Ground Floor |
| 117 | First Floor |
| 118 | Second Floor |
| 119 | Gate & Security Cabin |
| 120 | Providing, fitting, fixing vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mm x 600mm Plain (Ivory) of approved make (JOHNSON / SOMANY/ KAJARIA/ RAK) as directed by Engineer-in-charge in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties of all materials all labour,labour cess complete in all respects as directed by the Engineer in charge.Gate & Security Cabin |
| 121 | Supplying, fitting & fixing of 300cm x 200cm Ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13753 in dadoes, skirting and risers of steps laid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge.Ground Floor |
| 122 | First Floor |
| 123 | Second Floor |
| 124 | Supply and installation of 2mm Electrostatic dissipative flooring of Robust El7 as per selected shade: Dissipative homogeneous PVC floor coverings in rolls or tiles with permanent antistatic properties less than 2 kV. The value of the electrical resistance is in the range of 106 to 108Ωof Standards EN 1081 .Static Electrical propensity less than 2 And as per standards EN1815. Abrasion Value according to EN 660.2 less than or equal to 4.0 mm3, group M. Fire class Bfls1, load class 34/43. After 28 days the TVOC 10 μg/m3 according to ISO 16000-6. REACH compliant. ISO717-2 Weighted improvement of impact sound inslation is 4db. Price includes supply, welding rod, 30mm coving, installation & transportation.(make-Gerfloor,Tarkett, Aeroceil)First Floor |
| 125 | Second Floor Please Enable Macros to View BoQ information |
| 126 | Second Floor Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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